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Rock Slope Stability Study of Numerical Analysis
Abstract:
Combining the current research method of rock mass parameters, to the RuMei hydropower station in Tibet as the background, using the finite element calculation software, and using the two section for numerical analysis, considering all kinds of conditions under the condition of the simulated stress strain and displacement, the distribution of plastic failure, comprehensive analysis and evaluation of its stability.
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457-461
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Online since:
August 2013
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© 2013 Trans Tech Publications Ltd. All Rights Reserved
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